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Influence of aggregate morphological characteristics on the fracture resistance of high performance concrete

机译:聚集形态特征对高性能混凝土裂缝性的影响

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High-performance concrete (HPC) enables slender cross sections, lighter structures and wider spans for buildings characterised due to its advanced mechanical properties. Despite being an advanced material, the opportunities that arise from the use of HPC under fatigue loading cannot be fully exploited because of conservative design standards. This could be mitigated by implementing fracture mechanical properties in structural analysis. In the following paper, the fracture behaviour of HPC is investigated using a modified compact tension test inside a computed tomography system. The morphological characteristics of aggregates and their mechanical interaction with the cement-based matrix strongly influence the crack formation and fracture behaviour of composite materials such as HPC. In order to identify the initial mesostructure comprising aggregate particles, cementitious matrix and air voids, a 3D image analysis technique based on computed tomography (CT) has been integrated.
机译:高性能混凝土(HPC)使得狭长的横截面,较轻的结构和更宽的跨度用于由于其先进的机械性能而设计的建筑物。尽管是先进的材料,但由于保守的设计标准,不能充分利用疲劳负载下使用HPC的机会。这可以通过在结构分析中实施裂缝力学性能来减轻这种情况。在下文中,使用计算机断层扫描系统内的改进的紧凑张力测试来研究HPC的断裂行为。聚集体的形态学特性及其与水泥基质的机械相互作用强烈影响HPC等复合材料的裂缝形成和断裂行为。为了识别包含聚集粒子,水泥质矩阵和空隙的初始腹部结构,已经集成了基于计算断层扫描(CT)的3D图像分析技术。

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